Rubber asphalt waterproof adhesive layer for steel bridge gussasphalt pavement
| Autor: | Zhiqiang Xue, Hongchang Wang, Houyu Liu, Cheng Jin |
|---|---|
| Rok vydání: | 2020 |
| Předmět: |
Materials science
Mechanical Engineering 0211 other engineering and technologies 02 engineering and technology 021001 nanoscience & nanotechnology Bridge (interpersonal) Pull off test Shear (sheet metal) Natural rubber Mechanics of Materials Asphalt visual_art 021105 building & construction visual_art.visual_art_medium Adhesive Direct shear test Composite material 0210 nano-technology Layer (electronics) Civil and Structural Engineering |
| Zdroj: | International Journal of Structural Integrity. 12:261-270 |
| ISSN: | 1757-9864 |
| DOI: | 10.1108/ijsi-12-2019-0128 |
| Popis: | PurposeAs an important part of steel bridge deck pavement, if waterproof adhesive layer performance does not meet requirements, numerous kinds of bridge deck pavement distress may be encountered. To study the adhesive behavior of rubber asphalt waterproof adhesive layers in steel bridge gussasphalt pavement, the pull-off and direct-shear tests have been used in the study to mechanically simulate steel bridge deck pavement under vehicles loading.Design/methodology/approachSeveral potentially influential factors associated with the adhesive strength of rubber asphalt are investigated including temperature, spraying quantity and environmental conditions.FindingsResults indicate that rubber asphalt was associated with good performance with respect to its use as a waterproof adhesive layer; simulated performance was negatively correlated with increasing temperatures. A necessary spraying quantity of 0.4 Lm-2 is required for appropriate adhesive strength of the composite structure, with a decrease in adhesive strength noted when spraying quantity is significantly greater or less than this.Originality/valueThe current paper presents an examination of the adhesive performance of a rubber asphalt adhesive layer on steel bridge deck pouring construction, while additionally examining potentially influential factors and conditions via use of both pull-off and shear tests. |
| Databáze: | OpenAIRE |
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